CN206655351U - A kind of prefabricated panel connecting structure - Google Patents
A kind of prefabricated panel connecting structure Download PDFInfo
- Publication number
- CN206655351U CN206655351U CN201720354848.3U CN201720354848U CN206655351U CN 206655351 U CN206655351 U CN 206655351U CN 201720354848 U CN201720354848 U CN 201720354848U CN 206655351 U CN206655351 U CN 206655351U
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- CN
- China
- Prior art keywords
- prefabricated panel
- bolt
- angle steel
- connection end
- lower floor
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Abstract
It is a kind of it is compact-sized, safe and reliable, can be installed from any side, the connecting structure of concealed installation, economy and prefabricated panel attractive in appearance plastered can be exempted from.A kind of prefabricated panel connecting structure, including agent structure and prefabricated panel, prefabricated panel is connected with agent structure, at least provided with upper strata connection end and lower floor connection end between described prefabricated panel and agent structure, described upper strata connection end is included in the angle steel and bolt being connected on agent structure side with prefabricated panel junction, connecting portion with prefabricated panel on angle steel is machined with slotted hole, the bolt through prefabricated panel is provided with the prefabricated panel of upper strata connection end, bolt is set through the slotted hole on angle steel, and fixed in the end of bolt by nut check, the effect of slotted hole is that the prefabricated panel after connection can be slidably under geological process on angle steel.
Description
Technical field
The utility model belongs to building engineering field, more particularly to a kind of prefabricated panel connecting structure.
Background technology
Prefabrication meets building industrialization and green requirement, particularly China's green building and building
Industrialized industrial policy, to prefabrication, its demand is increasing.Prefabricated assembled wallboard is prefabricated assembled builds
One of main contents built, the construction that is slidably connected of existing prefabricated panel and major structure of construction is mainly that upper end gib headed bolt connects
Connect or S plates construct with Bolted angle connection, the gib head or S plates of both the above attachment structure come off in the case of larger earthquake in the presence of upset
Potential safety hazard, and Side fascia installation is needed from outdoor mounted, installs that to install node after inconvenient or installation exposed, not beautiful
See, generally require to add and plaster, cost is big.
Utility model content
The purpose of the utility model be directed between existing prefabricated panel and agent structure connection exist potential safety hazard and
Connection installation node it is exposed and provide it is a kind of it is compact-sized, safe and reliable, can be installed from any side, can exempt to plaster it is concealed
Installation, economic and prefabricated panel attractive in appearance connecting structure.
The utility model is achieved by the following technical solution:
A kind of prefabricated panel connecting structure, including agent structure and prefabricated panel, prefabricated panel are connected with agent structure, institute
At least provided with upper strata connection end and lower floor connection end, described upper strata connection end between the prefabricated panel and agent structure stated
Be included in the angle steel and bolt being connected on agent structure side with prefabricated panel junction, on angle steel with the connecting portion of prefabricated panel
Position is machined with slotted hole, and the bolt through prefabricated panel is provided with the prefabricated panel of upper strata connection end, and bolt is passed through on angle steel
Slotted hole set, and fixed in the end of bolt by nut check, the effect of slotted hole is prefabricated after connection on angle steel
Wallboard can be slidably under geological process.
The one end for being located at bolt in prefabricated panel upper strata connection end is provided with the groove being embedded in for angle cleat, positioned at bolt
The other end is provided with the shrinkage pool for the insertion of bolt backing plate.
Described lower floor connection end is included in the angle steel and bolt being connected on agent structure side with prefabricated panel junction,
Connecting portion on angle steel with prefabricated panel is machined with slotted hole, is provided with the prefabricated panel of lower floor connection end and runs through dry wall
The bolt of plate, bolt is set through the slotted hole on angle steel, and is fixed in the end of bolt by nut check, oval on angle steel
The effect in hole is that the installation for facilitating prefabricated panel connects.
Described lower floor connection end is included in the angle steel being connected on agent structure side with prefabricated panel junction and gib head spiral shell
Bolt, the gib headed bolt of one end bending, the folding of described gib headed bolt are provided with the connecting portion of the prefabricated panel of lower floor connection end
Bight portion hooks angle steel, and is fixed in the end of gib headed bolt by nut check, and gib headed bolt is industry universal title.
Described lower floor connection end is included in the angle steel being connected on agent structure side with prefabricated panel junction, bolt and S
Plate, the bolt set through prefabricated panel is provided with the connecting portion of the prefabricated panel of lower floor connection end, passes through spiral shell on bolt
Mother is compressed and is connected with a S plates, and the through hole passed through for bolt is provided with S plates, and the S plates one end is pressed on angle steel, and S plates are industry
Adopted name.
It is recessed provided with being embedded in for angle cleat, bolt gib head, S plates to be located at bolt one end in prefabricated panel lower floor connection end
Groove, the shrinkage pool for the insertion of bolt backing plate is provided with positioned at the bolt other end.
Described angle steel is located at any side of prefabricated panel.
The nut of described bolt is located at any side of prefabricated panel.
Described agent structure is reinforced beam or armoured concrete slab or girder steel.
The beneficial effects of the utility model:The utility model processes groove structure on prefabricated panel, and by prefabricated panel
The structure of uniform thickness is fabricated to the thickness of agent structure, does not have parts protruding wall after prefabricated panel and agent structure connect
Face is set, only portion concave part, need only on a small quantity plaster and the smooth of metope can be achieved, so as to save substantial amounts of consumption
Material, and upper attachment structure is locked the attachment structure of connection using bolt and nut so that prefabricated panel has extremely strong anti-
Effect is shaken, safety coefficient is greatly improved.
Brief description of the drawings
Fig. 1 is that the prefabricated panel of embodiment one is embedded wallboard installation connecting structure schematic diagram;
Fig. 2 is that the prefabricated panel of embodiment two is embedded wallboard installation connecting structure schematic diagram;
Fig. 3 is that the prefabricated panel of embodiment three is embedded wallboard installation connecting structure schematic diagram;
Fig. 4 is that the prefabricated panel of example IV is out-hung panel installation connecting structure schematic diagram;
Fig. 5 is that the prefabricated panel of embodiment five is out-hung panel installation connecting structure schematic diagram;
Fig. 6 is that the prefabricated panel of embodiment six is out-hung panel installation connecting structure schematic diagram;
Fig. 7 is the structural representation for the angle steel that the utility model offers through hole;
Fig. 8 is the side view of the utility model S plates;
Fig. 9 is the structural representation of the utility model bolt;
Figure 10 is the structural representation of the utility model gib headed bolt.
Embodiment
With reference to embodiment, the utility model is described in further detail.
Embodiment one
A kind of prefabricated panel connecting structure as shown in Figure 1, including agent structure 1 and pre- with agent structure condition of equivalent thickness
Wallboard 2 processed, prefabricated panel is connected with agent structure, and the prefabricated panel in the present embodiment is described to be embedded in agent structure
At least provided with upper strata connection end and lower floor connection end between prefabricated panel and agent structure, the present embodiment connection end at the middle and upper levels
It is identical structure with lower floor connection end, is included on agent structure side and is respectively connected with angle steel 3 with prefabricated panel junction, pre-
Wallboard processed is provided with the groove 4 for the insertion of angle steel side, is machined with angle steel positioned at the groove part for being embedded in prefabricated panel
Slotted hole, the bolt 5 set through prefabricated panel is provided with the groove part on the prefabricated panel of upper strata connection end, bolt is worn
The slotted hole crossed on angle steel is set, and is fixed in the end of bolt by nut check, and nut thickness and angle steel thickness sum
It is less than the depth of groove.The groove being embedded in for nut or nut is equipped with positioned at bolt both ends on prefabricated panel.Described
The length of bolt is less than the thickness of prefabricated panel.It so just can guarantee that prefabricated panel and the planarization of agent structure.Described
Agent structure is reinforced beam or armoured concrete slab or girder steel.
Embodiment two
As shown in Fig. 2 the present embodiment and the difference of embodiment one are:Lower floor connection end described in the present embodiment
It is included in the angle steel being all connected with agent structure side with prefabricated panel junction, is provided with prefabricated panel and is embedded in for angle steel side
Groove, the gib headed bolt 6 of one end bending, described gib head are provided with the groove part on the prefabricated panel of lower floor connection end
The bending part of bolt hooks angle steel, and is fixed in the end of gib headed bolt by nut check, and gib headed bolt both ends it is recessed in
Place prefabricated panel surface is set.
Embodiment three
As shown in figure 3, the present embodiment and the difference of embodiment one are:Described lower floor connection end is included in main body
The angle steel being all connected with structure side with prefabricated panel junction, the groove for the insertion of angle steel side is provided with prefabricated panel,
Groove part on the prefabricated panel of lower floor connection end is provided with the bolt set through prefabricated panel, passes through nut on bolt
Compression is connected with a S plates, and the through hole passed through for bolt is provided with S plates, and the S plates one end is pressed on angle steel, the pressing plate and angle
Steel welds.
Example IV
As shown in figure 4, the present embodiment and the difference of embodiment one are:Prefabricated panel is external hanging type in the present embodiment
Structure.
Embodiment five
As shown in figure 5, the present embodiment and the difference of embodiment two are:Prefabricated panel is external hanging type in the present embodiment
Structure.
Embodiment six
As shown in fig. 6, the present embodiment and the difference of embodiment three are:Prefabricated panel is external hanging type in the present embodiment
Structure.
Prefabricated panel is provided between adjacent two prefabricated panel of external hanging type structure between example IV-embodiment six
Support the supporting member of prefabricated panel.
Claims (9)
- A kind of 1. prefabricated panel connecting structure, it is characterised in that:Including agent structure and prefabricated panel, prefabricated panel and body junction Structure connects, described at least provided with upper strata connection end and lower floor connection end between described prefabricated panel and agent structure Upper strata connection end is included in the angle steel and bolt being connected on agent structure side with prefabricated panel junction, on angle steel with dry wall The connecting portion of plate is machined with slotted hole, and the bolt through prefabricated panel, bolt are provided with the prefabricated panel of upper strata connection end Set through the slotted hole on angle steel, and fixed in the end of bolt by nut check.
- A kind of 2. prefabricated panel connecting structure according to claim 1, it is characterised in that:In prefabricated panel upper strata connection end The groove for angle cleat insertion is provided with positioned at one end of bolt, is provided with positioned at the other end of bolt for the recessed of bolt backing plate insertion Hole.
- A kind of 3. prefabricated panel connecting structure according to claim 1 or 2, it is characterised in that:Described lower floor connection end Be included in the angle steel and bolt being connected on agent structure side with prefabricated panel junction, on angle steel with the connecting portion of prefabricated panel Position is machined with slotted hole, and the bolt through prefabricated panel is provided with the prefabricated panel of lower floor connection end, and bolt is passed through on angle steel Slotted hole set, and fixed in the end of bolt by nut check.
- A kind of 4. prefabricated panel connecting structure according to claim 1 or 2, it is characterised in that:Described lower floor connection end It is included in the angle steel and gib headed bolt being connected on agent structure side with prefabricated panel junction, the prefabricated panel in lower floor connection end Connecting portion be provided with the gib headed bolt of one end bending, the dogleg section of described gib headed bolt hooks angle steel, and in gib head spiral shell The end of bolt is fixed by nut check.
- A kind of 5. prefabricated panel connecting structure according to claim 1 or 2, it is characterised in that:Described lower floor connection end It is included in the angle steel being connected on agent structure side with prefabricated panel junction, bolt and S plates, the prefabricated panel in lower floor connection end Connecting portion be provided with through prefabricated panel set bolt, on bolt by nut compress be connected with a S plates, on S plates Provided with the through hole passed through for bolt, the S plates one end is pressed on angle steel.
- A kind of 6. prefabricated panel connecting structure according to claim 5, it is characterised in that:In prefabricated panel lower floor connection end The groove being embedded in for angle cleat, bolt gib head, S plates is provided with positioned at bolt one end, is provided with positioned at the bolt other end and supplies bolting pad The shrinkage pool of plate insertion.
- A kind of 7. prefabricated panel connecting structure according to claim 5, it is characterised in that:Described angle steel is located at dry wall Any side of plate.
- A kind of 8. prefabricated panel connecting structure according to claim 5, it is characterised in that:The nut of described bolt is located at Any side of prefabricated panel.
- A kind of 9. prefabricated panel connecting structure according to claim 1, it is characterised in that:Described agent structure is reinforcing bar Beams of concrete or armoured concrete slab or girder steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720354848.3U CN206655351U (en) | 2017-04-07 | 2017-04-07 | A kind of prefabricated panel connecting structure |
Applications Claiming Priority (1)
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CN201720354848.3U CN206655351U (en) | 2017-04-07 | 2017-04-07 | A kind of prefabricated panel connecting structure |
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CN206655351U true CN206655351U (en) | 2017-11-21 |
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CN201720354848.3U Active CN206655351U (en) | 2017-04-07 | 2017-04-07 | A kind of prefabricated panel connecting structure |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108951962A (en) * | 2018-08-10 | 2018-12-07 | 杭州泽通建筑节能新材料有限公司 | A kind of autoclaved aerated concrete slab exterior wall and construction method |
CN109372277A (en) * | 2018-12-03 | 2019-02-22 | 湖南远大建工股份有限公司 | The positioning device and its positioning construction method of prefabricated panel |
-
2017
- 2017-04-07 CN CN201720354848.3U patent/CN206655351U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108951962A (en) * | 2018-08-10 | 2018-12-07 | 杭州泽通建筑节能新材料有限公司 | A kind of autoclaved aerated concrete slab exterior wall and construction method |
CN109372277A (en) * | 2018-12-03 | 2019-02-22 | 湖南远大建工股份有限公司 | The positioning device and its positioning construction method of prefabricated panel |
CN109372277B (en) * | 2018-12-03 | 2024-01-23 | 湖南远大建工股份有限公司 | Positioning device for prefabricated wallboard and positioning construction method thereof |
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Effective date of registration: 20200723 Address after: 325000, room 9, 405 flower court, Nanpu street, Lucheng District, Wenzhou, Zhejiang Co-patentee after: Zheng Jinsheng Patentee after: Zhao Dongxin Address before: 325000 innovation building, high tech Zone, Longwan District, Zhejiang, Wenzhou Patentee before: Shi Xiaowei |